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Publication numberUS3490407 A
Publication typeGrant
Publication dateJan 20, 1970
Filing dateOct 23, 1968
Priority dateOct 23, 1968
Publication numberUS 3490407 A, US 3490407A, US-A-3490407, US3490407 A, US3490407A
InventorsDempster Harry E
Original AssigneeDempster Harry E
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Concrete floating structure
US 3490407 A
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Description  (OCR text may contain errors)

Jan. 20, 1970 H. E. DEMPSTER 3,490,407

CONCRETE FLOATING STRUCTURE Original Filed Oct. 24, 1965 5 Sheets-Sheet 1 HARRY E. DEMPSTER INVENTOR.

ATTORNEY Jan. 20, 1970 H. E. DEMPSTER CONCRETE FLOATING STRUCTURE Original Filed Oct. 24, 1965 I5 Sheets-Sheet 2 w HARRY E. DEMPSTER INVENTQR Jan. 20, 1970 H. E. DEMPSTER CONCRETE FLOATING STRUCTURE 3 Sheets-Sheet 3 Original Filed Oct. 24, 1965 HARRY E. DEMPSTER INVENTOR United States Patent Int. Cl. B63b 35/34 US. Cl. 114.5 4 Claims ABSTRACT OF THE DISCLOSURE The floating structure consists of a compartmented cast pontoon for a plurality of buoyant cells therein with each of the cells having its bottom side open. A cover joins the tops of the cells and a superstructure carried by the COVEI'.

This application is a division of U.S. patent application Ser. No. 504,593, filed Oct. 24, 1965, by Harry E. Dempster, now Patent No. 3,426,109.

This invention relates to floating piers, pontoons, or the like cast from concrete or similar material, and a novel and improved method of construction therefor.

Various means and methods have been proposed heretofore for the construction of floating wharves, piers, and the like, in the form of reinforced concrete units. Such units are, for example, disclosed in US. Patent No. 2,- 857,872 to Usab and US. Patent No. 3,022,759 to McCall. The types of structures used heretofore have found, however, to be unduly expensive to construct, and have been undesirably limited as to the size of the individual units which can be fabricated at one time, thus limiting the application of the invention. By the present invention there is provided a novel floating pontoon structure and a novel method of construction therefor, which overcomes the disadvantages of prior means heretofore intended to accomplish generally similar purposes, and which permits the economical construction of extremely large floating assemblies. These objectives are met by means of individual pontoon units having great flexibility as to overall size and configuration, and which may be combined into multiple'structures. The basic article of manufacture of the present invention comprises a floating unit which relies for its buoyancy upon air trapped in compartments or chambers which may, if desired, have an open bottom.

Hereinafter the basic floating unit will, for the sake of convenience, be referred to as a pontoon. In a preferred construction, each pontoon unit is cast in two steps, from concrete and in the general case by means of two separate casting-form structures. The first casting form is designed to float in the water at the construction site, and has a plurality of upwardly extending cell-cores which are used to form the floatation chambers of the pontoon. These core-cells may supply additional buoyancy to the floating form. Concrete is pured into the form over the cell-cores in order to fabricate the lower portion of the pontoon. The upper portion of the pontoon may, if -desired, include a platform structure which is cast after the lower portion has set. A separate platform support form is installed on the lower portion of the pontoon after the casting has set. Thereafter, the floating pontoon, together with its floating casting form is towed from the construction site to the desired mooring site.

At the desired mooring site the buoyant compartments in the floating form are flooded in order to sink'the form and thereby separate it from the cast pontoon structure. The form is then recovered by expelling the water from its buoyant compartments by means of compressed air, after which it may be towed back to the construction site.

3,490,407 Patented Jan. 20, 1970 The pontoon thus constructed may also be provided with various extensions, fixtures, and/or attachments which are integrally cast into the structure and which permit it to be assembled to adjacent pontoons in multiple unit configurations, or to be secured to anchoring means at the mooring site.

The above-described method of construction results in great ease of fabrication as well as a significant reduction in cost of the unit produced. Also, this design provides great flexibility in the end use of the articles produced. It is therefore an object of the present invention to provide a novel and improved floating pontoon structure having low initial cost and great flexibility of application.

Another object of the invention is to provide a novel and improved floating pontoon unit which may be fabricated from concrete or like material which may be combined with a plurality of similar separate units in a variety of patterns, as may be desired.

A further object of the present invention is to provide a novel and improved floating pontoon structure having many years of useful life under constant exposure to an ocean environment.

Yet a further object of the present invention is to provide a novel and improved pontoon structure which is made entirely of concrete and/or other relatively lowcost materials.

Still another object of the present invention is to provide a novel and improved pontoon structure which can be combined together in any one of a variety of patterns by means of integral; interconnecting means for securing the pontoon units together, and which may be arranged in such a way that they may be conveniently anchored or secured to the ocean floor or to other structures.

The above and other objects of the invention will be more readily understood from the following description considered in connection with the accompanying drawings, in which:

FIGURE 1 is a perspective view of a floating pontoon structure as produced in accordance with the present invention.

FIGURE 2 is a cross-sectional view, taken along line 22 of FIGURE 1, illustrating the interiorjof the pontoon and the casting form used in its construction.

FIGURE 3 is a perspective view of the floating form used to cast the flotation cell portion of the pontoon device of FIGURES 1 and 2.

FIGURE 4 is a top plan view of a modified embodiment of a pontoon unit constructed in accordance with the invention.

FIGURE 5 is a bottom plan view of the pontoon unit of FIGURE 4.

FIGURE 6 is a top plan view of still another embodiment of a pontoon unit constructed in accordance with the invention.

FIGURE 7 is a top plan view of a circular pontoon constructed in accordance with the invention.

FIGURE 8 is a top plan view of a plurality of hexagonal pontoons constructed in accordance with the present invention, and which illustrates the manner of interconnection of multiple hexagonal units.

FIGURE 9 is a fragmentary, vertical cross sectional view, illustrating a modification of the casting form structure used to fabricate a pontoon unit.

FIGURE 10 illustrates the arrangement of the apparatus of FIGURE 9 during the form removal cycle.

FIGURE 11 is a fragmentary, vertical cross sectional view" of still another embodiment of a removable form for casting the buoyant cells of a pontoon.

FIGURE 12 illustrates the manner of removal of the form of the apparatus of FIGURE 11.

FIGURE 13 illustrates embodiments of the pontoon structure wherein closed flotation elements are incorporated into the buoyant cells.

Looking now at FIGURE 1 there is shown a preferred construction of a floating pontoon unit constructed in accordance with the method and apparatus of the invention. The article of construction comprises a pontoon 1 having a ribbed cover 2 which may also serve as a platform support-The ribbed portions of the cover 2 extend beyond each of the corners of the pontoon 1 and each extension is provided with a corresponding attachment ring, a typical one of which is indicated at 3. Stanchion 4 is adapted toextend upwards through extension ring 3 and is provided at its lower extremity with an anchor 5 which may serve as a ballast or may be used to support the entire structure on the floor of the ocean-or other body of water. Platform 6 extends upwardly from ribbed cover 2 and is secured thereto by means of pedestal 7. It should be understood that the entire structure comprising pontoon 1, ribbed cover 2, the attachment rings 3, pedestal 7, and platform 6 may be cast as an integral unit. The casting material preferably comprises reinforced concrete although it should be understood that various other casting materials, or lightweight concrete may be employed.

Looking now at FIGURE 2 there is shown additional detail of the structure of FIGURE 1 and further illustrates the casting form used to fabricate the lower portion of the pontoon. The casting form is provided with a plurality of upwardly extending core-cells, such as indicated at 11, which form the hollow interior of flotation compartments. A typical flotation compartment is indicated at 8. The form comprises a floor 9 which supports the individual core-cell 11.

The form is filled with plastic concrete, as will appear hereinafter, to cast the lower portion of the pontoon 1. Separation of the cast unit and the form is facilitated by means of a plurality of valves 1214 which permit the ingress and egress of water and air in a certain sequence, as will be described in detail hereinafter. The peripheral wall 15 of the form, in conjunction with certain interior walls, one of which is indicated at 16, provide the form for casting the ballasts 5. Wall 17 defines the outer wall of compartment 8 and also supports wall 16.

For the sake of simplicity and clarity, there will now be described the method of construction of but a single cell of the pontoon 1, it being understood that all of the several cells of the pontoon are simultaneously fabricated in' a like manner.

At the commencement of the casting process, cell 11, is filled with air and valve 13 is closed. Valve 12, which is supported atop valve 14, is closed. This will cause the entire form to be buoyant. The concrete is then poured into the form to the level of valve 12. Next, valves 13 and 14 are opened permitting water 22 to flood cell 11. Simultaneously, valve 12 is opened and air under pressure, from a source not shown, is forced into compartment 8. This causes the form to sink. Air entrapped in compartment 8 will cause pontoon 1 to remain floating.

If desired, a water-tight, flexible bladder 18 may be integrally secured to the interior of the buoyant cells to enhance the buoyance of the resulting pontoon. That is, a compartment of the type indicated at 8 relies on entrapped air to float the pontoon. However, due to the slight solubility of air in water, it may be necessary to re-introduce air under pressure via valve 12 to compartment 8, from time to time, to maintain the desired degree of buoyancy of the overall structure. The use of an integrally cast bladder as shown at 18 obviates this requirement for occasional replenishment of air in the flotation cell.

A modified form of bladder comprises flexible member 19, which may be made of a flexible plastic material, and whi h is e red t9 g d. at g a e 21. Th

4 arrangement will give greater durability to the exposed lower surface of the pontoon.

The superstructure comprising the ribbed portion of cover 2, platform 6, and pedestal 7 may be integrally cast on top of the lower portioncomprising the individual compartments (e.g., 8), by any suitable and well-known means. Also, it should 'be understood that the size and shape of the superstructure will be determined by the end use to which the device is put.

It should be understood that cells 23-25 are similar in construction and function to the above described cell 11.

Looking now at FIGURE 3 there is shown the floating form for casting the lower portion of the pontoon 1, as it appears without the cast pontoon therein. Compart ments 26-29 define the peripheral boundaries of the form and in a preferred construction provide a given fixed buoyancy to the overall structure. This fixed positive buoyancy may be overcome by flooding the interior of the cells (e.g., 11, 23, 24, and 25) in the manner previously described, thus causing the overall structure to have a negative buoyancy and sink.

Cavities or depressions 31-34 in corresponding portions of the upper exterior surface of compartments 26-29 serve to define the casting form for the ballast members (see ballast 5 in FIGURES 1 and 2).

There is shown in FIGURE 4 a top plan view of a pontoon unit 37 generally similar to the one shown at 1 in FIGURES 1-2 except that ribbed portion 35 does not carry a superstructure. The attachment rings, one of which is indicated at 36, permit the unit 37 to be secured to an anchor, and/or to other similar units. FIGURE 5 illustrates the underside of unit 37 and as can be seen there are a plurality of individual compartments which provide the desired buoyancy to the unit 37. Typical ones of these compartments are indicated at 38 and 39 in FIGURE 5.

As mentioned hereinabove, the pontoons constructed in accordance with the invention may be suitably modified as to shape to meet a variety of individual requirements and/or applications. For example, there is shown in FIG- URE 6 an elongated pontoon 42 wherein the ribbed members extend orthogonally from the pontoon 42 rather than through the corners thereof. The ribbed portion is indicated generally at 41, and a typical one of the, attachment rings or fixtures is indicated at 43.

If desired, the pontoon may be made circular as shown in FIGURE 7. In this embodiment the pontoon 44 is provided'with radially extending n'bssuch as shown at 45and with an attachment ring 47 at each extremity thereof. If desired, a support pedestal or other superstructure may extend upwardly from the central juncture of the radial ribs 45.

The manner in which individual pontoon units may be interconnected into a composite structure of any desired area, or which may be made to support any desired load, is shown in FIGURE 8. The pontoon units 48 and 49, shown inthis example, have hexagonal configuration and each have six radially extending rib elements. The outer extremity of each rib element, certain ones of which are indicated at 51 and 52, are provided with corresponding attachment rings. As can be seen two such rings are interconigcted at 54 and three such rings are interconnected at Modifications of the method of fabrication of the basic pontoon structure are shown in FIGURES 9-12. Looking now at FIGURES 9 and 10 there is shown a form in which the; individual core-cells are made from a flexible material, such as rubber, in lieu of the rigid core-cells (11, 23-2 5) of the embodiment of FIGURES 2 and 3. This permits them to be selectively inflated and deflated to facilitate removal of the form from the casting. For example, cell 58 is initially inflated prior to pouring the concrete into the form. A conduit 59 is integrally cast into the pontoon 56 to provide fluid communication into he area of ch mber 5 nflation of cell 525 is acc mplished by supplying air under pressure to the interior of the cell via conduits 61 and 62. Also, air is admitted into sump 63 via conduit 64 which extends through the floor of the form. Air entering in the direction of arrow 65 fills compartment 66 and enters the interior of cell 58 via conduit 62. Thereafter, the concrete is poured into the form.

After the concrete has set, the cell is collapsed as shown in FIGURE 10. This is accomplished by forcing air under pressure through conduit 59 in the direction of arrow 68. This action will collapse the form (cell 58) causing the air therein to escape through conduit 62 in the direction of arrow 69, and thence through conduit 61.

Simultaneously, sump 63 (see FIGURE 9) is flooded with water 67 via conduit 64. This combined action separates the form from the cast pontoon and also causes the form to sink.

In FIGURES l1 and 12 there is shown still another modification which facilitates the separation of the corecells and the cast pontoon. The pontoon 71 is cast over cell form 72 which defines chamber 73. Form 72 is made of a rigid material such as metal and is supported above floor member 74 by means of support 76 and fastening member 77. Vertical wall 79 joins floor member 74 in airtight relationship. Conduit 75 extends through floor member 74 and permits flooding of compartment 73 during separation of pontoon 71 and the form. Fastener 77 rotates about the axis of the shaft comprising support 76 and supports form 72 at its bottom edge. Air is admitted to the form via conduit 78 thereby making the form buoyant. Conduit 81 is integrally formed with pontoon 71.

Concrete is poured into the floating form and after it has set, fastener member 77 is rotated thereby releasing cell form 72 and permitting it to fall downwardly. Air under pressure is forced through conduit 81, and water 82 is flooded into chamber 73 via conduit 75. The air escapes via conduit 78 in the direction of arrow 85 and the form 72 drops downwardly in the direction of arrow 84. Thereafter the form may be refilled with air, once the pontoon 71 has been removed, in order to refioat it and permit it to be removed to a convenient location.

While the foregoing embodiments of the invention have been described in terms of a pontoon having buoyancy chambers which are hollow, the invention need not be so limited. For example, a pontoon 86 constructed by any one of the foregoing methods, may have its buoyancy chambers filled, subsequent to the casting step, with a solid buoyant material 87 such as expanded polystyrene foam. Alternatively, the buoyancy chambers of pontoon 86 may contain an impermeable gas-filled bag 88 which maintains the air-tight integrity of the chambers.

While the invention has been shown and described in terms of certain preferred embodiments, it will be obvious to those versed in the art that various substitutions, modifications, omissions, and changes may be made in these embodiments without departing from the scope of the invention.

What is claimed is:

1. A floating structure comprising:

an integrally cast compartmented pontoon having a plurality of buoyant cells therein, each of said cells having its bottom side open;

a plurality of members integrally cast with said pontoon and extending outwardly from the periphery thereof;

a plurality of fastening means, one each of which is secured to a corresponding one of said outwardly extending members;

a pedestal portion extending upwardly from the top side of said pontoon and integrally cast therewith; and

a platform portion extending from said pedestal portion and integrally cast therewith, in spaced apart relationship with respect to the top side of said pontoon.

2. A floating structure as defined in claim 1 including:

a plurality of reinforcing rib members radially extend ing from said pedestal portion and integrally cast with the top side of said pontoon and said pedestal.

3. A floating structure as defined in claim 1 including:

a plurality of inflatable bladders, each of which is disposed within a corresponding one of said plurality of cells.

4. A floating structure as defined in claim 1 wherein:

each of said cells is substantially filled with a solid buoyant material.

References Cited UNITED STATES PATENTS 3,276,209 10/ 1966 Mosdell 114O.5 X 3,344,764 10/ 1967 Ziermann 1140.5

TRYGVE M. BLIX, Primary Examiner

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US3276209 *Sep 25, 1962Oct 4, 1966Mosdell Daryl RFloating marine structure
US3344764 *May 3, 1965Oct 3, 1967Attila ZiermannFloating body
Referenced by
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US5421282 *Dec 16, 1993Jun 6, 1995Morris; Richard D.Artificial floating island
US5524549 *May 8, 1995Jun 11, 1996Morris; Richard D.Artificial floating island
US6860219 *Oct 14, 2003Mar 1, 2005Harry Edward DempsterTechnique and platform for fabricating a variable-buoyancy structure
US6935808Oct 14, 2003Aug 30, 2005Harry Edward DempsterBreakwater
US7242107Oct 14, 2003Jul 10, 2007Harry Edward DempsterWater-based wind-driven power generation using a submerged platform
US7373892Mar 6, 2006May 20, 2008Veazey Sidney EProduction, transport and use of prefabricated components in shoreline and floating structures
US7603959Sep 28, 2007Oct 20, 2009Veazey Sidney EUse of prefabricated components in floating structures
US7762205Sep 28, 2007Jul 27, 2010Veazey Sidney ETransport and use of prefabricated components in shoreline and floating structures
US7823525 *Jun 9, 2004Nov 2, 2010Float, IncorporatedFloating platform method and apparatus
US7895960 *Dec 20, 2005Mar 1, 2011De Cherance FredericProcess for the production of a frame for construction and frame thus obtained
US7992509Jul 26, 2010Aug 9, 2011Sidney Edwin VeazeyShellfish habitats
US8446030 *Mar 19, 2010May 21, 2013Float IncorporatedOffshore floating ocean energy system
US20100237623 *Mar 19, 2010Sep 23, 2010Float, IncorporatedOffshore floating ocean energy system
EP1608551A1 *Mar 17, 2004Dec 28, 2005Harry Edward DempsterTechnique and platform for fabricating a variable-buoyancy structure
EP1753653A1 *Jun 9, 2004Feb 21, 2007Float Inc.Floating platform method and apparatus field of the invention
WO1990008059A1 *Dec 15, 1989Jul 26, 1990Pacheco Ricardo GrechiFloating modulate concrete platform
WO1996034793A1 *Jun 5, 1995Nov 7, 1996Richard D MorrisArtificial floating island
WO2004083031A1 *Mar 17, 2004Sep 30, 2004Harry Edward DempsterTechnique and platform for fabricating a variable-buoyancy structure
WO2006001796A1 *Jun 9, 2004Jan 5, 2006Float IncFloating platform method and apparatus
Classifications
U.S. Classification114/264
International ClassificationB63B5/00, B63B5/16, B63B35/44
Cooperative ClassificationB63B35/44, B63B5/16
European ClassificationB63B35/44, B63B5/16